Engineering Design Data: Menu - beam bending

 
The following are links to Equations and Calculators for Loaded Beam Deflection and Stress.
  • concrete beam shear

  • concrete crack control

  • Modes of Fatigue Failure
    Several modes of fatigue failure are: Low/High-Cycle Fatigue, Thermal Fatigue, Corrosion Fatigue, Surface or Contact Fatigue, Combined Creep and Fatigue
    Double Integration Method Example 5 Proof Pinned Supported Beam
    Double Integration Method Example 5 Proof Pinned Supported Beam of Length L with Single Cantilevered Load.
    Double Integration Method Example 4 Proof Simply Supported Beam of Length L with Partial Distributed Load
    Double Integration Method Example 4 Proof Simply Supported Beam of Length L with Partial Distributed Load
    Double Integration Method Example 3 Proof Cantilevered Beam
    Double Integration Method Example 3 Proof Cantilevered Beam of Length L with Variable Increasing Load to ωo at free end.
    Double Integration Method for Beam Deflections
    The Double Integration Method, also known as Macaulay’s Method is a powerful tool in solving deflection and slope of a beam at any point because we will be able to get the equation of the elastic curve.
    Double Integration Method Example 1 Simply Supported Beam with Concentrated Load at Mid Spa
    Double Integration Method Example Proof Simply Supported Beam of Length L with Concentrated Load at Midspan
    Structural Beam Stress and Deflection for Non-Engineers
    The following is a procedure to determine the critical design elements of a simple structural configuration being loaded.
    Axial Load Capacities Single Plates Calculator
    This calculator follows the procedures and guidelines of the AISC 9th Edition Allowable Stress (ASD) Manual (1989).
    S-Flange Overhead Monorail Beam Analysis Calculator - Engineers Edge
    S-Flange Overhead Monorail Beam Analysis Calculator
    W-Flange Overhead Monorail Beam Analysis Calculator - Engineers Edge
    W-Flange Overhead Monorail Beam Analysis Calculator

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